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•
<br /> 0 0 0 0
<br /> •
<br /> ______ --
<br /> (E)ROOF SYSTEM I
<br /> r. NOTES:
<br /> - 4 1. SEE 1/S2.1 AND 2/S2.1 FOR SERVICE CONNECTION
<br /> n CAVITY IN PITS,WHERE OCCURS.
<br /> (E)SLAB ON GRADE (E)SLAB ON GRADE ( (E)SLAB ON GRADE
<br /> TO REMAIN .1.
<br /> REMAIN TO REMAIN -----1
<br /> j v .... lui .,,,,,,,,„,,,,..,
<br /> -„J,.,,,,,, ,,,,,m,,,
<br /> (N)HOIST PITS, J
<br /> (N)HOIST PIT SUMP PER 2154.0,TYP ../
<br /> PER 5/S4.0,WHERE
<br /> OCCURS
<br /> .1 LONGITUDINAL HOIST PIT SECTION
<br /> S2.0 SCALE: 1” = 10'-0" (N)TO(E)SLAB (N)TO(E)SLAB
<br /> (N)8"SLAB,TYP, INTERFACE (N)8'SLAB,TYP, INTERFACE
<br /> SEE NOTE 2 PER 5/S4.0,TYP SEE NOTE 2 PER 5/54.0,TYP
<br /> #5@12'OC 05©12-0C
<br /> 4'-2°
<br /> #5 @ 12'OC (VERIFY W/MANUFACTURER) (E)SLAB-ON-GRADE #5 @ 12"OC X i (VERIFY W/ UFACTURER) JX (E)SLAB-ON-GRADE
<br /> (i 1/21 TOLERANCE
<br /> �� --,--a-•--7 ��
<br /> H
<br /> T DIP
<br /> LVANIZED
<br /> =.---.---.
<br /> L._�f - "e�ejV ti —I .� --• "�F STOEEL ANG ES REQ'D �`�`�" —�•
<br /> ����� ���� ��� BY LIFT MFGR,SUPPLIED '✓�T/` G� m /
<br /> HOT DIP GALVANIZED `
<br /> L. 11 STEEL ANGLES AS REQ'D . 1 L AND INSTALLED BY F
<br /> I— BY LIFT MFGR,SUPPLIED GENERAL CONTRACTOR
<br /> I AND INSTALLED BY I I
<br /> I
<br /> GENERAL CONTRACTOR 6" �_ 6'
<br /> I
<br /> BENTONITE WATERSTOPS
<br /> SEE MECHANICAL 8"MIN I BENTONITE WATERSTOPS I ( 8"MIN 16" 6"
<br /> FOR CONDUITS TYP I• . II TYP ( . {I" MIN}"PER FOO SLOPE ' #5 @ 8'OC VERT
<br /> I .-- -- I FLATI SLOPE,TYP FLAT
<br /> •
<br /> ( #s@ir OC 1 #5@12'OC
<br /> ? I 1----- #5@ 8'OC VERT NOTES: c II ; ?'f..
<br /> NOTES:
<br /> • —/ I 1. VERIFY ALL DIMENSIONS WITH LIFT I w 1. VERIFY ALL DIMENSIONS WITH LIFT
<br /> 1c--V.
<br /> E • _ _ q^`�--J MANUFACTURER BEFORE FABRICATING REINF • _ z G MANUFACTURER BEFORE FABRICATING REINF
<br /> �� ---- >7�7��ii3 \\ &POURING CONCRETE(TYP). -- g" 1,,4• 8" — a &POURING CONCRETE(TYP).
<br /> 2. PROVIDE SHAKE ON HARDENER ON(N)SLABS. I ¢ y 2. PROVIDE SHAKE ON HARDENER ON(N)SLABS.
<br /> #R5@8"OC EW #5@8"OC EW -m3. PROVIDE BENTONITE WATERSTOPS AT I • • I "'U 3. PROVIDE BENTONITE WATERSTOPS AT
<br /> CONSTRUCTION JOINTS. CONSTRUCTION JOINTS.
<br /> BENTONITE MEMBRANE, I ISEE NOTES SHEET S1.0I
<br /> a (3)#5 15
<br /> o EACH DIRECTION • I • • I
<br /> 2 TRANSVERSE HOIST PIT SECTION L ..I-8
<br /> CV 0,S4/ SCALE: 3/4' = 1'-0" "'ci
<br /> 0
<br /> NOTES BENTONITE
<br /> HEET 51 0 NE,SEE I
<br /> °- DRILL&EPDXY 4"
<br /> EMBED @ 12'OC
<br /> ea EQ 1I EQ
<br /> U 1 1/2
<br /> m (E)SLAB-ON-GRADE MIN (N)SLAB-ON-GRADE cv
<br /> - -
<br /> 3 ,
<br /> cn C. 4
<br /> Q
<br /> Mo
<br /> W
<br /> o -:4!. C Z
<br /> u5 [7 2
<br /> M 6
<br /> (1)CONT#5 I
<br /> e
<br /> 10"
<br /> =..--- �/
<br /> EDGE OF PIT
<br /> N �
<br /> O
<br /> a
<br /> 8 15 t//,.....32..,e:32'Fil
<br /> h 4 NEW/ EXISTING SLAB INTERFACE 5 TRANSVERSE HOIST PIT SUMP PUMP SUMP SECTION
<br /> S2.0 SCALE: 1/2' = 1'-0" 4.0,S2./ SCALE: 3/4" = 1'-0"
<br /> NO. DATE BY REVISION DRAWN: PROJECT NO.:W.O. #32
<br /> E� COMMUNITY TRANSIT MERRILL CREEK w
<br /> �, G D 0� DESIGN: SCALE: AS SHOWN
<br /> ""�" s° OPS BLDG HOIST BAY CONVERSION
<br /> °°", ��,nor •�i
<br /> 1krif ., 1,�� 04 CHECKED: DATE: JAN 03, 2017 I_
<br /> 1I 7100 HARDESON ROAD,EVERETT,WASHINGTON
<br /> I--
<br /> - a r 0 DRAWING NO.
<br /> � 16015th Avenue,Suite 1300
<br /> Seattle,WA98101 �.����$ � ! HOIST PIT SECTIONS AND DETAILS
<br /> 206.382.0600 `^S1oNAL F.t1G�� /4.0
<br /> x www"kpff.com SHEET NO. JAL OF 3 Cl.
<br />
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